水利计算课程设计教学提纲.doc

水利计算课程设计精品资料 课程设计(综合实验)报告( 2012 - 2013 年度第一学期)名 称： 课程或实验名称 题 目：天福庙水库防洪复核计算院 系：可再生能源学院 班 级： 学 号： 学生姓名： 指导教师： 设计周数： 2周 成 绩： 日期：2013年 1月 8日仅供学习与交流，如有侵权请联系网站删除 谢谢42目录一课程设计的目的与要求11. 设计任务1二设计正文11. 流域自然地理概况，流域水文气象特性12. 防洪标准选择23. 峰量选样及历史洪水调查34. 设计洪水计算45. 设计洪水调洪计算76. 坝顶高程复核计算8三课程设计总结9四附录10 1. 分乡站历史洪水成果(附录1) 10 2. 天福庙水库洪峰、洪量系列表（附录2）10 3. 典型洪水过程线（1984.7.2628） （附录3）11 4. 天福庙水库库容曲线和泄洪建筑物泄流曲线 （附录4）11 5. 混凝土拱坝安全超高hc （附录5）12 6. 水利水电枢纽工程的等级（附录6）137.水工建筑物的级别（附录7）138.水库工程建筑物防洪标准（附录8）139.天福庙1978-2001年峰量系列1d洪量与洪峰关系（附录9）1410.天福庙1978-2001年峰量系列3d洪量与洪峰关系（附录10）1511.天福庙历史洪水成果（附录11）1612.天福庙峰量频率计算表（附录12）1713.洪峰频率曲线配线过程（附录13）1914.1d洪量频率曲线配线过程（附录14）2015.3d洪量频率曲线配线过程（附录15）2116.P=2%典型洪水过程线（1984.7.2628） （附录16）2217.P=0.2%典型洪水过程线（1984.7.2628） （附录17）2518.Z-V关系图（附录18）2819.q-V关系图（附录19）2920.泄流过程试算编程代码（利用MATLAB编程）（附录20）3121.设计洪水调洪计算 （附录21）3222.校核洪水调洪计算 （附录22）35分乡站历史洪水成果(附录1)序号年份洪峰流量 （m3/s）1d洪量（108m3）3d洪量（108m3）重现期备注1193546801762198437391.07381.666431826不能定量41930不能定量5195828201.22011.9500天福庙水库洪峰、洪量系列表（附录2）年份洪峰Qm（m3/s）1d洪量W1（108m3）3d洪量W3（108m3）年份洪峰Qm（m3/s）1d洪量W1（108m3）3d洪量W3（108m3）195818030.62370.996819805710.17250.209219591310.04340.066419811260.08410.124119602660.09210.13819825820.21270.317219612000.06640.102319834370.21240.322319626400.19990.2924198423890.54890.8518196310360.37270.572519851210.06130.130719644520.13140.131419862180.09790.192419655190.14520.2319874380.16770.286419661890.08170.125319882220.11540.17919677740.18760.285219895920.22290.318919688380.28320.659419906340.12090.17919694280.15140.221319918040.23340.315819705980.22330.310319928510.26350.328819713890.16810.287719934250.11950.18241972640.03630.079719941670.11770.213119734450.14570.223319952610.09850.18619742400.08130.158919964870.23410.433419758480.14830.24819975440.13830.318619762720.09310.13819989740.22620.413519771620.09150.179519991700.07340.168619782990.15250.281220006130.21130.315719796340.2880.539320014710.19130.2986典型洪水过程线（1984.7.2628） （附录3）时段(流量时段(流量时段(流量时段(流量（m3/s）（m3/s）（m3/s）（m3/s）096.619216.33843.55723.5157220183.53941.75822.8210852115640405922.131345221384138.36021.541568231214236.66120.65179124103.94334.86219.36209025108.44433.16318.2723892691.54532.26417.382138.72783.54631.36516.191465.52868.64730.46615.3101005.12953.34829.56714.411768.83040.94928.76813.512494.331515027.86912.613584.932615127.27011.814421.23354.85226.6711115358.73448.553267210.616344.83546.35435.417313.73645.25524.818232.53744.25624.2天福庙水库库容曲线和泄洪建筑物泄流曲线 （附录4）库水位库容左岸溢洪道q1坝顶溢洪道q2合计泄洪量q（ 104m3）（m3/s）（m3/s）（m3/s）3983460000399367037037400389010701074014100216021640243253650365403454553025555404477573010383340550049222301152406523511304001530407551513456051950408579015828352417409604518451095294041063102115137534904116596237016954065 混凝土拱坝安全超高hc （附录5） 单位：m坝的级别123正常运用0.70.50.4非常运用0.50.40.3防洪标准选择水利水电枢纽工程的等级（附录6）工程等级水库防洪治涝灌溉供水水电站工程规模总库容城镇及工矿企业的重要性保护农田治涝面积灌溉面积城镇及工矿企业的重要性装机容量(104kw)(108m3)（万亩）（万亩）（万亩）一大（1）型10特别重要500200150特别重要120二大（2）型101.0重要5001002006015050重要12030三中型1.00.10中等100306015505中等305四小（1）型0.100.01一般30515350.5一般51五小（2）型0.010.001530.51水工建筑物的级别（附录7）工程等级永久性水工建筑物级别临时性水工建筑物级别工程等级永久性水工建筑物级别临时性水工建筑物级别主要建筑物次要建筑物主要建筑物次要建筑物1134445522345553345水库工程建筑物防洪标准（附录8）水工建筑物的类别防洪标准重现期（年）山区、丘陵区平原区、滨海区设计校核设计校核混凝土坝、浆砌石坝及其他水工建筑土坝、堆石坝一100050050002000可能最大洪水（PFM）或10000500030010020001000二5001002000100050002000100501000300三100501000500200010005020300100四50305002001000300201010050五30202001003000200105020天福庙1978-2001年峰量系列1d洪量与洪峰关系（附录9）天福庙1978-2001年峰量系列3d洪量与洪峰关系（附录10）天福庙历史洪水成果（附录11）序号年份洪峰流量 （m3/s）1d洪量（108m3）3d洪量（108m3）119352995.20.68261.02762198423890.54890.8518318262390.40.55910.8472419302387.20.55840.84625195818030.62370.9968天福庙峰量频率计算表（附录12）序号洪峰Qm（m3/s）1d洪量W1（）3d洪量W3（）PM(%)Pm(%)MmI2995.20.68261.02760.56II2390.40.62370.99681.13III23890.55910.85181.69IV2387.20.55840.84722.26V18030.54890.84622.82110360.37270.65945.0829740.2880.57257.3438510.28320.53939.6048480.26350.433411.8658380.23410.413514.1268040.23340.328816.3877740.22620.322318.6486400.22330.318920.9096340.22290.318623.16106340.21270.317225.42116130.21240.315827.68125980.21130.315729.94135920.19990.310332.20145820.19130.298634.46155710.18760.292436.72165440.17250.287738.98175190.16810.286441.24184870.16770.285243.50194710.15250.281245.76204520.15140.24848.02214450.14830.2350.28224380.14570.223352.54234370.14520.221354.80244280.13830.213157.06254250.13140.209259.32263890.12090.192461.58272990.11950.18663.84282720.11770.182466.10292660.11540.179568.36302610.09850.17970.62312400.09790.17972.88322220.09310.168675.14332180.09210.158977.40342000.09150.13879.66351890.08410.13881.92361700.08170.131484.18371670.08130.130786.44381620.07340.125388.70391310.06640.124190.96401260.06130.102393.22411210.04340.079795.4842640.03630.066497.74洪峰频率曲线配线过程（附录13）频率第一次配线第二次配线P(%)Q=510.56,Cv=0.81,Cs=3.0Cv=2.43Q=510.56,Cv=0.81,Cs=3.5Cv=2.835KpQpKpQp0.25.635.56032838.8667686.015.86812996.01713613.814.08612086.1992163.974.21572152.36779223.023.44621759.4918723.113.51911796.71169652.012.62811341.8027362.012.62811341.802736101.262.02061031.6375361.211.98011010.959856200.541.4374733.8789440.461.3726700.794656300.131.1053564.3219680.061.0486535.37321640-0.150.8785448.52696-0.20.838427.8492850-0.350.7165365.81624-0.380.6922353.40963260-0.510.5869299.647664-0.510.5869299.64766475-0.680.4492229.343552-0.640.4816245.88569690-0.7950.35605181.784888-0.7020.43138220.245372895-0.820.3358171.446048-0.710.4249216.9369441d洪量频率曲线配线过程（附录14）频率第一次配线第二次配线P(%)w1=0.1686,Cv=0.61,Cs=3.0Cv=1.83w1=0.1686,Cv=0.61,Cs=3.5Cv=2.135KpwpKpwp0.25.014.05610.683858465.334.25130.7167691813.53.1350.5285613.663.23260.5450163622.852.73850.46171112.932.78730.4699387851.982.20780.3722350822.220.374292101.321.80520.304356721.291.78690.30127134200.641.39040.234421440.591.35990.22927914300.241.14640.193283040.191.11590.1881407440-0.050.96950.1634577-0.10.9390.158315450-0.280.82920.13980312-0.320.80480.1356892860-0.480.70720.11923392-0.490.70110.1182054675-0.720.56080.09455088-0.710.56690.0955793490-0.940.42660.07192476-0.8690.469910.07922682695-1.020.37780.06369708-0.9110.444290.0749072943d洪量频率曲线配线过程（附录15）频率P(%)第一次配线第二次配线w3=0.2736,Cv=0.61,Cs=3.0Cv=1.83w3=0.2736,Cv=0.61,Cs=3.5Cv=2.135KpwpKpwp0.25.014.05611.109748965.334.25131.1631556813.53.1350.8577363.663.23260.8844393622.852.73850.74925362.932.78730.7626052851.982.20780.6040540822.220.607392101.321.80520.493902721.291.78690.48889584200.641.39040.380413440.591.35990.37206864300.241.14640.313655040.191.11590.3053102440-0.050.96950.2652552-0.10.9390.256910450-0.280.82920.22686912-0.320.80480.2201932860-0.480.70720.19348992-0.490.70110.1918209675-0.720.56080.15343488-0.710.56690.1551038490-0.940.42660.11671776-0.8690.469910.12856737695-1.020.37780.10336608-0.9110.444290.121557744P=2%典型洪水过程线（1984.7.2628） （附录16）时段（）典型流量（m3/s）放大倍比放大流量修匀流量096.64.7058454.6454.6096.60.656563.4454.615720.6565375.5375.5210850.6565712.3712.3313450.6565883.0883.0415680.65651029.41029.4517910.65651175.81175.8620900.65651372.11372.1723890.65651568.41796.8723890.75211796.81796.882138.70.65651404.11404.191465.50.6565962.1962.1101005.10.6565659.8659.811768.80.6565504.7504.712494.30.6565324.5324.513584.90.6565384.0384.014421.20.6565276.5276.515358.70.6565235.5235.516344.80.6565226.4226.417313.70.6565205.9205.918232.50.6565152.6152.619216.30.6565142.0142.020183.50.6565120.5120.5211560.6565102.4102.4221380.656590.690.6231210.656579.479.424103.90.656568.2488.924103.94.7058488.9488.925108.44.7058510.1510.12691.54.7058430.6430.62783.54.7058392.9392.92868.64.7058322.8322.82953.34.7058250.8250.83040.94.7058192.5192.531514.7058240.0240.032614.7058287.1287.13354.84.7058257.9257.93448.54.7058228.2228.23546.34.7058217.9217.93645.24.7058212.7212.73744.24.7058208.0208.03843.54.7058204.7204.73941.74.7058196.2196.240404.7058188.2188.24138.34.7058180.2180.24236.64.7058172.2172.24334.84.7058163.8163.84433.14.7058155.8155.84532.24.7058151.5151.54631.34.7058147.3147.34730.44.7058143.1143.14829.54.7058138.8138.84928.74.7058135.1135.15027.84.7058130.8130.85127.24.7058128.0128.05226.64.7058125.2125.253264.7058122.4122.45435.44.7058166.6166.65524.84.7058116.7116.75624.24.7058113.9113.95723.54.7058110.6110.65822.84.7058107.3107.35922.14.7058104.0104.06021.54.7058101.2101.26120.64.705896.996.96219.34.705890.890.86318.24.705885.685.66417.34.705881.481.46516.14.705875.875.86615.34.705872.072.06714.44.705867.867.86813.54.705863.563.56912.64.705859.359.37011.84.705855.555.571114.705851.851.87210.64.705849.949.9P=0.2%典型洪水过程线（1984.7.2628） （附录17）时段()典型流量（m3/s）放大倍比放大流量修匀流量096.67.1768/1.001693.3/96.7693.315721.001572.6572.6210851.0011086.11086.1313451.0011346.31346.3415681.0011569.61569.6517911.0011792.81792.8620901.0012092.12092.1723891.001/1.32391.4/3105.73105.782138.71.0012140.82140.891465.51.0011467.01467.0101005.11.0011006.11006.111768.81.001769.6769.612494.31.001494.8494.813584.91.001585.5585.514421.21.001421.6421.615358.71.001359.1359.116344.81.001345.1345.117313.71.001314.0314.018232.51.001232.7232.719216.31.001216.5216.520183.51.001183.7183.7211561.001156.2156.2221381.001138.1138.1231211.001121.1121.124103.91.001/7.2768104.0/745.7745.725108.47.1768778.0778.02691.57.1768656.7656.72783.57.1768599.3599.32868.67.1768492.3492.32953.37.1768382.5382.53040.97.1768293.5293.531517.1768366.0366.032617.1768437.8437.83354.87.1768393.3393.33448.57.1768348.1348.13546.37.1768332.3332.33645.27.1768324.4324.43744.27.1768317.2317.23843.57.1768312.2312.23941.77.1768299.3299.340407.1768287.1287.14138.37.1768274.9274.94236.67.1768262.7262.74334.87.1768249.8249.84433.17.1768237.6237.64532.27.1768231.1231.14631.37.1768224.6224.64730.47.1768218.2218.24829.57.1768211.7211.74928.77.1768206.0206.05027.87.1768199.5199.55127.27.1768195.2195.25226.67.1768190.9190.953267.1768186.6186.65435.47.1768254.1254.15524.87.1768178.0178.05624.27.1768173.7173.75723.57.1768168.7168.75822.87.1768163.6163.65922.17.1768158.6158.66021.57.1768154.3154.36120.67.1768147.8147.86219.37.1768138.5138.56318.27.1768130.6130.66417.37.1768124.2124.26516.17.1768115.5115.56615.37.1768109.8109.86714.47.1768103.3103.36813.57.176896.996.96912.67.176890.490.47011.87.176884.784.771117.176878.978.97210.67.176876.176.1Z-V关系图（附